HomeMy WebLinkAboutC500 Sanitary Plan & Profile920
910
900
EX. 8" SD
IN V.=891.
EX. 8" SD
INV.= 891.
890
2
Cr
W
_J 0
0
2 0
Z O
o II
XE--U
W(n
322 L
SCALE: 1"=50' HOR.
1 =5' VERT.
0.50%
FULL DEPTH
GRANULAR
BACKFILL
PROPOSED GRADE
0 18" R.C.P.
INV.= 910.61
8
309 L.F.
EXISTING GRADE
31
920
910
EX. 8" SDR -35 P.V.C.
INV.= 906.46 NW
EX. 8" SDR -35 P.V.C.
INV.= 906.36 E
SCALE: 1"=50' H OR.
1"=5' VERT.
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CO
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91
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N
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92
N
N
N
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93
94
NOTES
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT.
AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL
TERMINATION.
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
Q f
J
J
1
95
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X
W X
W
DENOTES FULL DEPTH GRANULAR BACKFILL
+80
21 L.F. -6 99
WYE LAT.
ST A. 2+40
20 L.F. -6"
WYE LAT.
STA. 1+53
SCALE: 1"= 50'
98
1111 /l /ll
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No.
s
19358
STATE OF "As
11 4; IGNAL
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SHEET NO.
C500
JOB NO. 42480
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PROPOSED GRADE
I EXISTING
I I
15" R.C.P.
INV.= 911.07 O
GRADE
0.55 8" SDR 35 P.V.C.
175 L.F. 0.50% 8" SDR -35 P.V.C.
18" R.C.P.
INV.= 908.66
0.50% 8" SDR -35 P.V.C.
280 L.F. gG
EX
267 L.F.
p
EX. OUTSIDE DROP MANHOLE
W/ CONCRETE ENCASEMENT
—35 P.V.C.
2 W
—35 P.V.C.
iS E
om
8" DROP PIPE
INV.= 893.54 N
920
910
900
EX. 8" SD
IN V.=891.
EX. 8" SD
INV.= 891.
890
2
Cr
W
_J 0
0
2 0
Z O
o II
XE--U
W(n
322 L
SCALE: 1"=50' HOR.
1 =5' VERT.
0.50%
FULL DEPTH
GRANULAR
BACKFILL
PROPOSED GRADE
0 18" R.C.P.
INV.= 910.61
8
309 L.F.
EXISTING GRADE
31
920
910
EX. 8" SDR -35 P.V.C.
INV.= 906.46 NW
EX. 8" SDR -35 P.V.C.
INV.= 906.36 E
SCALE: 1"=50' H OR.
1"=5' VERT.
CO
CC N
CO
Wa co
O
z�II
Z U
i
i
S
J
X
W
90
e
91
J
N
N
N
N
N
X Q
W J
X
W
92
N
N
N
N
i
i
i
i
93
94
NOTES
FULL DEPTH GRANULAR BACKFILL SHALL BE
INSTALLED ON ALL SEWER LATERAL STREET
CROSSINGS COMPACTED PER I.D.O.H. STANDARDS.
MIN. SLOPES PER THE TEN STATE STANDARDS
SHALL PREVAIL IN ALL CASES.
CONTRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEMENTS AS SHOWN. A MINIMUM OF 5 FT.
AND A MAXIMUM OF 6 FT. OF COVER OVER LATERAL
TERMINATION.
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
Q f
J
J
1
95
i
X
W X
W
DENOTES FULL DEPTH GRANULAR BACKFILL
+80
21 L.F. -6 99
WYE LAT.
ST A. 2+40
20 L.F. -6"
WYE LAT.
STA. 1+53
SCALE: 1"= 50'
98
1111 /l /ll
"ems
No.
s
19358
STATE OF "As
11 4; IGNAL
loll /ll1111111
J
X
W
96
Y KNOLL LANE
w
0
cs
z
J
a
F—
z
r
M L
W
0 W
SHEET NO.
C500
JOB NO. 42480
0
rn
N
m
W
F-
0
Z
a
Z
z
Et
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w
O
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W
C.7
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